Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Modeling of a Railway Roadbed Reinforcement
https://orcid.org/http://orcid.org/0000-0003-1091-9152
The purpose of the conducted model tests was to study the possibility of using a number of design solutions with geosynthetic materials to increase the bearing capacity and reduce the deformability of the sub-base, as well as to evaluate the effectiveness of their use. Small-scale modeling tests were conducted to investigate the stress–strains behavior of embankment reinforced in the upper part with geosynthetics. A series of model experiments have shown that an increase in the number of geosynthetic layers does not significantly effect on the roadbed bearing capacity. Reinforcement in a single layer is sufficient if the geosynthetic has required strength.
Modeling of a Railway Roadbed Reinforcement
https://orcid.org/http://orcid.org/0000-0003-1091-9152
The purpose of the conducted model tests was to study the possibility of using a number of design solutions with geosynthetic materials to increase the bearing capacity and reduce the deformability of the sub-base, as well as to evaluate the effectiveness of their use. Small-scale modeling tests were conducted to investigate the stress–strains behavior of embankment reinforced in the upper part with geosynthetics. A series of model experiments have shown that an increase in the number of geosynthetic layers does not significantly effect on the roadbed bearing capacity. Reinforcement in a single layer is sufficient if the geosynthetic has required strength.
Modeling of a Railway Roadbed Reinforcement
https://orcid.org/http://orcid.org/0000-0003-1091-9152
The purpose of the conducted model tests was to study the possibility of using a number of design solutions with geosynthetic materials to increase the bearing capacity and reduce the deformability of the sub-base, as well as to evaluate the effectiveness of their use. Small-scale modeling tests were conducted to investigate the stress–strains behavior of embankment reinforced in the upper part with geosynthetics. A series of model experiments have shown that an increase in the number of geosynthetic layers does not significantly effect on the roadbed bearing capacity. Reinforcement in a single layer is sufficient if the geosynthetic has required strength.
Modeling of a Railway Roadbed Reinforcement
Lecture Notes in Civil Engineering
Petriaev, Andrei (Herausgeber:in) / Konon, Anastasia (Herausgeber:in) / Petriaev, Andrei (Autor:in)
03.01.2020
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Modeling of a Railway Roadbed Reinforcement
| TIBKAT | 2020
Railway reinforced roadbed and railway settlement roadbed reinforcing method
| Europäisches Patentamt | 2020